Table 1 Concrete mix proportions.
From: Experimental Verification of Resistance-Demand Approach for Shear of HSC Beams
Water-cement ratio | 0.37 |
Water (kg/m3) | 167 |
Cement content (kg/m3) | 450 |
Fine aggregate content (kg/m3) | 787 |
Coarse aggregate size (mm) | 9.5–19 |
Coarse aggregate content (kg/m3) | 971 |
High-range water-reducing admixture (L/m3) | 3 |
Air (%) | 2 |
Slump (mm) | 140 |